PC-98-38 - Laserfiche WebLink

Resolution No. PC-98-38 Page 11 BUILDING 39. All building and/or structural plans must comply with all codes and ordinances in effect before the Building Department will issue permits. 40. Building and situs plans are to be submitted to the Building Department on computer disk in a format approved by the Director. Digitized information shall be submitted before requesting a final inspection and should reflect as-built situs and architectural information as approved by the Director. 41. All dwelling units in the development shall be constructed to meet Title 24 state energy requirements. 42. The developer shall submit two copies of the site soils report to the Director of Building Inspection for third party peer review and shall pay for such review at the time specified by the Director, but in all cases before the issuance of a grading permit. 43. The soils engineer shall certify the pad compactions of all lots containing fill to the satisfaction of the Director of Building Inspection prior to the issuance of building permits. 44. The developer shall submit plot plans for each of the residential lots showing building setbacks and a topographic plan showing grading and drainage. Pad elevations, finish floor elevations, retaining walls, easements, and maximum height of the highest structure are to be indicated on the plan. Plans for custom lots are to be signed by a registered civil engineer. All residential plot plans shall show compliance with 2907(d) and 700l2(d) of the Uniform Building Code. 45. The developer shall submit record tract grading plans showing: 1) the elevation of all four corners of the lot as well as the center of the lot, 2) all top and toe of slope elevations, and 3) the top and toe of all retaining wall elevations. The record grading plan is to be submitted to the Director of Building Inspection before the first house final. 46. The paving sections for the on-site parking and drive areas shall be designed on the basis of an R-Value test and a traffic index to carry the anticipated traffic loads. This design shall be subject to the approval of the Director of Building Inspection. The minimum paving section shall be 2" AC. on 6" of AB. The minimum AC. pavement slope shall be 1%. For pavement slopes of less than I %, the surface runoff shall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for concrete gutter shall be 0.5%.